PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/24/10 EST. NO.03 TIME 06:54 AM R.E. NAME: MARK MENGONI 06-0F29U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/24/10 EST. NO.03 TIME 06:54 AM R.E. NAME: MARK MENGONI 06-0F29U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 03 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 06:54 AM ESTIMATE NO. 03 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 08/24/10 LOCATION RERUN PROGRESS ESTIMATE 06-FRE-168-58.6/65.8 ----------------------- C C MYERS INC. IN FRESNO COUNTY ON ROUTE 168 NEAR P.O. BOX 2948 HUNTINGTON LAKE AT VARIOUS RANCHO CORDOVA, CA 9574-2948 LOCATIONS FED. AID NO. ACST-P168(52)E ,P-P168(52)E REPLACE METAL BEAM GUARD RAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.0000 500.00 0.217 108.50 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 0.000 0.00 03 TEMPORARY FENCE (TYPE ESA) LF 7.0000 6,300.00 848.000 5,936.00 04 PUBLIC SAFETY PLAN LS 250.0000 250.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.200 1,000.00 0.417 2,085.00 06 PREPARE WATER POLLUTION CONTROL LS 500.0000 500.00 0.750 375.00 PROGRAM 07 TEMPORARY GRAVEL BAG BERM LF 35.0000 6,300.00 52.500 1,837.50 52.500 1,837.50 08 STREET SWEEPING LS 3,000.0000 3,000.00 0.200 600.00 0.417 1,251.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,750.0000 1,750.00 0.000 0.00 10 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 0.060 390.00 0.725 4,712.50 11 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.200 5,000.00 0.417 10,425.00 12 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.2500 11,537.50 2,700.000 8,775.00 13 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.2500 687.50 72.000 450.00 14 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 4,410.00 43.000 1,935.00 43.000 1,935.00 15 TEMPORARY SIGNAL SYSTEM LS 215,000.0000 215,000.00 0.500 107,500.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,500.0000 10,500.00 0.200 2,100.00 0.417 4,378.50 17 TEMPORARY RAILING (TYPE K) LF 20.0000 49,200.00 1,240.000 24,800.00 1,240.000 24,800.00 18 TEMPORARY CRASH CUSHION MODULE EA 125.0000 17,500.00 66.000 8,250.00 66.000 8,250.00 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,050.00 958.000 958.00 20 REMOVE PAVEMENT MARKER EA 1.0000 180.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 2,100.00 514.000 1,028.00 514.000 1,028.00 22 REMOVE OVERSIDE DRAIN EA 50.0000 150.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 06:54 AM ESTIMATE NO. 03 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.5000 14,832.00 9,888.000 14,832.00 24 REMOVE CONCRETE DECK SURFACE SQFT 6.2500 5,625.00 900.000 5,625.00 25 SALVAGE METAL BEAM GUARD RAILING LF 7.0000 5,460.00 775.000 5,425.00 775.000 5,425.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.0000 4,950.00 0.000 0.00 27 REMOVE UNSOUND CONCRETE CF 155.0000 1,550.00 5.000 775.00 5.000 775.00 28 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1500 15,729.70 4,944.000 5,685.60 4,944.000 5,685.60 29 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 0.500 20,000.00 0.500 20,000.00 30 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 0.500 17,500.00 0.500 17,500.00 31 BRIDGE REMOVAL (PORTION), LOCATION C LS 55,000.0000 55,000.00 0.500 27,500.00 0.500 27,500.00 32 LEAD COMPLIANCE PLAN LS 730.0000 730.00 1.000 730.00 33 AGGREGATE BASE (APPROACH SLAB) CY 920.0000 3,680.00 0.000 0.00 34 HOT MIX ASPHALT (TYPE A) TON 310.0000 18,290.00 0.000 0.00 35 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 13.0000 1,300.00 0.000 0.00 36 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.0000 4,590.00 0.000 0.00 37 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,560.00 0.000 0.00 38 PLACE HOT MIX ASPHALT SQYD 54.0000 378.00 0.000 0.00 (MISCELLANEOUS AREA) 39 RAPID STRENGTH LATEX MODIFIED CY 990.0000 145,530.00 0.000 0.00 F) CONCRETE 40 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,250.0000 51,250.00 0.000 0.00 (TYPE R) 41 PAVING NOTCH EXTENSION CF 145.0000 13,340.00 0.000 0.00 42 DRILL AND BOND DOWEL (EPOXY COATED) LF 25.0000 39,750.00 795.000 19,875.00 795.000 19,875.00 43 CLEAN EXPANSION JOINT LF 15.0000 915.00 0.000 0.00 44 RAPID SETTING CONCRETE (PATCH) CF 35.0000 350.00 2.500 87.50 2.500 87.50 45 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 28,350.00 0.000 0.00 46 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 15,160.00 0.000 0.00 F) 47 JOINT SEAL (MR 1/2") LF 15.0000 1,815.00 0.000 0.00 48 JOINT SEAL (MR 1") LF 35.0000 2,205.00 0.000 0.00 49 BAR REINFORCING STEEL (EPOXY COATED) LB 1.1000 30,635.00 13,925.000 15,317.50 13,925.000 15,317.50 F) (BRIDGE) PROGRAM CAS145 PAGE 3 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 06:54 AM ESTIMATE NO. 03 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FLUME DOWNDRAIN LF 30.0000 2,880.00 0.000 0.00 51 TAPERED INLET EA 185.0000 1,850.00 0.000 0.00 52 FLUME ANCHOR ASSEMBLY EA 190.0000 1,900.00 0.000 0.00 53 ROCK SLOPE PROTECTION CY 1,205.0000 19,280.00 0.000 0.00 (FACING, METHOD B) 54 ROCK SLOPE PROTECTION CY 195.0000 1,170.00 0.000 0.00 (BACKING NO. 2, METHOD B) 55 ROCK SLOPE PROTECTION CY 195.0000 780.00 0.000 0.00 (BACKING NO. 3, METHOD B) 56 ROCK SLOPE PROTECTION FABRIC SQYD 7.5000 712.50 0.000 0.00 57 OBJECT MARKER (TYPE L) EA 35.0000 280.00 0.000 0.00 58 METAL BEAM GUARD RAILING (STEEL POST) LF 26.0000 8,580.00 0.000 0.00 59 TRANSITION RAILING (TYPE WB) EA 2,800.0000 44,800.00 0.000 0.00 60 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 16,100.00 0.000 0.00 61 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 200.0000 218,400.00 0.000 0.00 F) 62 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 4,383.50 0.000 0.00 63 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.0000 2,090.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 06:54 AM ESTIMATE NO. 03 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 159,106.10 318,157.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 159,106.10 318,157.60 64 MOBILIZATION LS 130,000.0000 130,000.00 0.200 26,000.00 0.950 123,500.00 ORIGINAL CONTRACT AMOUNT 1,363,345.70 TOTAL WORK COMPLETED 185,106.10 441,657.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 180,106.10 436,657.60 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/25/10 115 05/27/10 05/27/10 09/29/10 48 44 0 0 32% 42% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 08/24/10